HomeMy WebLinkAbout11-25-24 Rev Plan Set - 1250 Osgood - Plans - 1250 OSGOOD STREET 11/25/2024 DIMENSIONAL AND DENSITY SUM.VARY
ZONE DISIRICk AND.2
USE..- DAYCARE AND MEDICAL OFFICE y { s
lTEh! REQUIRED EXIS17NG PROPOSED tceP tV HCL0.4GS 2b L[0 I w ID
BERKEtEY PARhtERS Et2 µ
LOT AREA,bilN. e0,000 S.F. 102,141 S.F. 502,541 SF.
HEIGHT,MAX. 1 55, 23' 35.33' •�� .,nw t qpf`V@ V' m
STREET FRONTAGE,UIN. 150, 399.47' 399.47'
FRONT SETBACK,MIN. 1I00'(RTE 125 38.87/31.62' 32.13'/50.93•
SIDE SETBACK,MIN. 50' 77.16'f759.93' 7176' « I t
_,
REAR SETBACK,MIN. 50, 25414'/53.86' 4§.OB' w'axu roc xfi4c'/� °ss Po_ l 1\`1 ativw na �Q��G ) .p
FLOOR AREA RATIO,MAX, 050:1 0.21 1 0.22:1 !4L
LOT COVERAGE.MAX. 35% 802X .-
BUILDING AREA SUMMARY
FLOOR I AREA USE /n^��l 'fir"r'a" .auzn w \1 t•>T. \\ « � Y _ ..1 0Q4K !y
BASEMENT 1,665 S.F. DAYCARE
FIRST FLOOR 3,925 S.F. DAYCARE
5.815 S.F. MEDICAL QFFIC'c
SECOND FLOOR 9,740 S.F. DAYCARE
TOTAL 21,145 S.F. - p k t/l y ) C\ \,a
TOTAL DAYCARE 15.330 S.F. - 0:11
a n<k' „x ,nL�T:u10,11
TOTAL MEDICAL OFFICE 5,855 SF. - (4?zl--l
�o p,ssxi/I '{A�', °\� 5` ARU'zaz O�x( ' •t v r tlycF 3 W
fie Act'
ICBP aV NfApINCS 2s,LtO 34. N �/ je
NFR!(f1F PhR1NERs p''`,t
«e��fA�'G ' ,u t-
PARKING CALCULATIONS
AfPY,RED
DAYCARE };8 SNDENTS X 0.35 PER PERSON =51.8 SPACES
MEDICAL OFFICE 5,815 S.F.X 4.5 SPf1,000 SF. -26.2 SPACES
PROtPDEO
TOTAL=78 SPACES
"^n�+ -- _�FYI ue 9 �n'.`�iav �'/�-In��- t( t _ i•,«={i g b I n
STAND
HANQICAPARD =84 SPACES
=4 SPACES • ° m� ' 1°" , I ,« i�� \\ s 1
TOTAL=88 SPACES �« Wz•,�irGy .+a \ n _ �'i;. .n.,° mtR.,aw @rz wv '1Pdz.A�wu ,an=�ma `t .le tii m f
IS
SITE NOTES 9� _! ^ � x ""'« 8 z
1. EE TOM OF NORI AYDO\4R ASSESSORS NAP 35 LOT 10, J »w " a Ia ' = B
(PARCEL J 035.0-0010.0)OSOK 13422 PAS 15 ENORO ANO 7
RiE FOItAm.Et 0 PUNz .R.�. ,.,.« �L _ 9`3 �y
_I— si _ ox mes Pc 2cs
-E4 inea E/ ���® xi ..,. ju T' m,ENT——.— R=1460.00'
-PLAN 1534s gA'Y ° f a l 1 -�,gHp O.mitiT
-PL44 383.74'TO PC L=8 3.4
-PLAN tvD
-PLAN 9250 7.f
PR OSEO S.ExNiRiT PLAN(UNREODRPD)FOR N3'<'48'20"W ,t v Sa
B EL"Y PARRrERS DATED IT.#23,I-6Y I.
FP'.'.41A11 AS�a'IL1gPUN 279 OI—S�-4 A HAN TREET
NQRiH CDCK ASSOCIATES DAi£D 3-li, _ um ®� 834'2524 W --^"'xn
('NRECp.R )SEE NW 1I.- TRE T 59 ANO 192>SN Os:AOD SET
(PE.'S)SEE M.1 ASI(#—),599>(}Jf96)ANO-A u399.47 e\ 2ff+39. L N "" xi
(q-)ALTFNAP04 OF 05OOCD STREET 43'2 2--- '
563-43'2t5"E p`••-„nu g ` — —2 ,A
2.TOPOGRAPHIC OF G IS NAW O C RAa 80 FSTA3USe§O ar PS 4 6g w T,ssi ,L +6 '6 ,yv - c/�(_� _ _ _ _ - - -
IS TOP ' o
HEItCHMARK C,?NER IXNi6 tt=f55.9; N34'2824 E }•u. 35 -— SGOUD ITREET-RO -�
PU eL1ARIA LC WIDTH
TmespmDUcxE MIA OAl£O.vLY 20210V ErtrAl_ERvcEs a+�-:u+_-��- — — °� j961 STATE HIGNiSAY LXYOUT#5018) w irt,
�ggM1 sN=O'.9ASELN -- nm:----.----
S2713'S8 W -S34 25'2§`1V rZ
R=386S4 8495 ,a 'l
LEGEND INDEX TO SHEETS ��in � 3��"
LOCUS MAP ouHR Nwnv Dop —` EccE OF WET1AVD sroNE wns cotcR s>;«r xc.um,�cc,»Irrw(s r v�o22 ��5
I-DO' O CSOH CRE9E D0V1.'PreORO.HO:£4p --152-- EtEVA1p4 C0-R RCP PfINF iCFn CC±CREI£ MAIERIALS AW LAYOUCNOt£S 2 C o 9p o tC
O W N ROO its —s— s[WEx mPnWE PUC (NAk1E�Bl�OE PA4Al CRAOIf1C J �
pOH OFiL NOE —0— DRFI4 PIPE YE
NMx H —w— wATFx PIPEiWE Ns eNRE9ttt0 ElEVATINt URtlP.ES ANtr fMA.vN R- d ana,i \dya
O-S NN�- OW 4Y FGx4.EdY '2 ryn
®Soli bEX -FN— FOR UANN E CCP FOUND ERGFgJ LG1lRtM b L� U
SITE oeuD1[GATeN aA N m cwFNr GeatDRETF 1-0 {T
❑.. �5— 0A5 SERKCE PI—F c - D£RkS 6.J,6,9
p OS00CQST ❑AO Av2C040111rvc9 s! =5>^T NSvRscwE SFxxCE RET. 0 RETAF+s4CSC0tYREIE @t R
RTERARkE :W: WAtw lE --AlE- F�a4E sRVOE R tRR Cav0ui �N 401i5 CONCRETE WAix t C+VARAgJ
l!
\ DNW_w t o6`a aY sra oc tts oa�T -oHTE- iEa c A. oa�aAmiow cEN1ERuxE GRAPHIC SCALE
p, X IS2112 SCOT ftCVACONO��ssxON STOP OxE Q 0°L
"{� b 0 iJA N£NN0 FlEkD Mf, -%-%CO fNAM!UNK FEti2 T. Opnp1 0'�WAtt / �Q
BRE RACK [eoq e7) ( O -
- � �ei /YYYI 1REEtYK PROPOSED DUN?S1FR 1 L=Oc IL / Q SNE€T 1 OF 7
NOTLS U
1. PROVIDE ADA STANDARD WHITE PAINTED HANDICAP PARKING
SYMBOL,HANDICAP SIGN ON POST AND PAINTED HATCH LINES
K RFRRELE YppR Ees LC AT ALL HANDICAP SPACES INDICATED ON THE PLAIN. w yt
/ 2. PROVIDE DOUBLE YELLOW PAINTED CENTERLINE PAVEMENT -GV.//f MARKING WHERE INDICATED ON PLAN.PROVIDE 12'PAINTED
WHITE STOP LINE WHERE INDICATED ON PLAN. a
N47'04'02"E— �-
/ 3. SEE LANDSCAPE ARCHITECTS PLAN FOR PRINTING AND GROUND
239.09' ! CR'+ER
I 4. ALl BITUMINOUS CONCRETE PAVEMENT ON SITE TO BE RECLAIMED, W c
ALL EXISTING CURB AND CEMENT CONCRETE SLABS TO BE REA.04E0. ti mo
a REC,AIMED MATERIAL TO BE RETAINED ON SITE AND STOCKPILED FOR
m USE AS PAVEMENT BASE, � w
ry ti� 5. TREE AND SHRUBS REMOVED FOR NEW PARKING TO BE REMOI'D U
FROM SITE.STUMPS ARE TO BE REMOVED FROM SITE. BE TO BE 1hm
REUSED ON SITE IN PLANTING AREAS. j U
6, SIGNS AND E INSTALLED
THIN THE THAT IMPEDE SIGHT AREAS AND CE
ANALL NOT A INSTALLED THEM
THE SIGHT TRIANGLE MHEIGHT
AND
ANY LANDSCAPING AIM.AGE THEM WSW HAVE A MAIHALL HEIGHT OF �" d{�
j 2.5'AND SNOW STORAGE WINDROWS Wi?HtN THEM SHALL NOT DE j �°•�o
PERMITTED.
I
PROP.BOLLARD(l'P.5) ,� • 9 hh
ZNyo PROP.LAN0SCAPING 2N q`gi' h ty SIGN LEGEND
5 PROP.RETAINING WALL A�,�b SYMBOL TYPE SIZE
h PROP.4'HIGH r.�. 21 z"' •aRl-i STOP SIGN 18'X1B' n
IMP ypLpl�tUS VINYL PICKET FENCE a 8 a'R4-7A KEEP RIGHT 18"X24'
?e,Lt0 PROP.KS-t(R6-H_ �.EERKEtEY PARRt£RS AND RI-1 ON A BN 6tA"
�a •aR5-1 DO NOT ENTER 30'X3O'
P-5 POST z m1 i ?o� '•R6-iL ONE WAY 36`X12" Yn
PROP.MOO(TYP.)
D •R3 2 LEFT
G TURN PROHIB3TED 24'X24"
UARDRAIL a e
N41'50'12`E— �j b ALL SIGNS TO CONFORM TO MUTG'D STANDARDS.
.-I< 134.19' i $ I F_—-U •MOUNT AT MINIMUM HEIGHT 4'
'xj, i Vj,, 'A"' PROP.RIP RAP SLOPE ••MOUNT AT MINIMUM HEIGHT 7'
,Mtn g, Y E PROP.LANDSCAPING I3
M`y PROP.FENCE GATE Y
2 a�, Ro�S •• y " PROP.FENCE
n9 o PkCPOYD PROP.BOLLARD
20
m' y I R= Y `p� SEE aPpuY'GE W Ftn.Ys °S �3 PROP.RETAINING WALL WT1H FENCE ALONG TOP I N
PROP.CEM.COED.SiDEIYALK(TYP.)
PROF.5'WIDE CEMENT 124.00' PROF.WHITE PAINTED TRAFFIC ARROW TYP.)
CONCRET€SIDEWALK •a p 4, R ( --
PRQP.PAINTED 2' '� { an„.�--PROP.4"WIDE WHITE PAINTED STALL LINE(TYP.) f i
PEDESTR+AN AREA(`'YP.) ; 25 e PROPa$I:o l}gpp FRAME PROP.WOOD GUARDRAIL 1
PROP.NO PARKING SIGN } z STRRIEs(FRRyT 1"�'m
7
ON
A P 3 POST km (Q 1 aYc 3 STOpIES ME(REAP) - 3 .+7 ♦ onRr aRa cpL.oFfTCE
3 'RNC
PROP.PRECAST CEMENT CONCRETE CURB(TYP.) y �uj
a�'4a °' ?5 rg e - 53p• RRVT=1<5.s n a �' R'f PROP.BITUMINOUS CONCRETE PAVEMENT "n
3Q MMD R p`FV'w - t�.pp Cm}a.t] -t--,PROP.LANDSCAPING
W �z a w ao2• ., .: ec zas F _
� e�arxit R-i960.00' jw a
7.59' �ti' -�► 4'og -J 383.74'TO PG '� � >- ,
N 32'48'2O'w 4° sJlt
650'SIGHT DISTANCE—�
25 p.:5 g'T�' PROP.WHEELCHAIR RAMP EACH SIDE EACH DRIVEWAY(SEE DETAIL}———————————————— m m�
--6tt'SIGHT DISTANCE '- J y - <rs —
�_ ---- --- OSGOOD STREET---
983• 399.47 S34'25'24'W t-- _ ( n
7,23 H34'25'24"E SIGHT DISTANCE TRIANGLE 9t ` ROUTE 125- A,h,y
Sfi3'43'20`E SEE NDTE 6 ' \ (PUBLIC-VARIABLE Y:;OITi} m r LLo
——————————————————— I (1961 STATE HIGHWAY LAYOUT#5078)
—_ 1 PROP,R5-1 ON A P5 POST N3 WY�m i
PROP.VA-4 GRANITE CURB- POST
i w
—PROP.BOLLARD(TYP.2)
52713'58"W' 244.31' S34'2524W PROP•R4-1 ON A ON A P-5 POST
R,3g0.54) 8k 95 PROP.RS-1 ON A PS POST
PROP.VA-4 GRANITE CURB IN SHLO
L t4257 PROP.CEMENT CONCRETE SLAB BIKE RACK i{ OP.HANDICAP PARKING SiGf PROP.LANDSCAPING
1 ON P-3 POST IN 80LLAR0 PROP.PYLON SIGN 4 �•T
PROP.CEMENT CONCRETE STAIRS y F J,
(3 STEPS)ri71H RAILING (TYP.FOR 2) y
PROP.NO PARKING SIGN ON A P-3 POST PROP.HANDICAP PARKING BIG. R
(VAN)ON P-3 POST IN BOLLARD [j�p
PROP.LANDSCAPING y Ugrry £y-11
} {TYP.FOR 2)O w�y qq q
� PROP,Rt-t ON A P-5 P051 1 PROP.LANDSCAPING
PROP.VA-4 GRANITE CURB IN SHLO I PROP.VA-4 GRANITE CURB IN SHLD
PROP.12"WHITE PAINTED CROSSWALK LINE U N
a n �
d {4P 8'y 'k
m
GRAPHIC SCALE
IJC
PANt�te i6Hp rT CtCCWWW»t"'
� T mn Sao Trt Q�e J '
4
l SHEET 2 OF 7
a NOTE
lG p iv Htt NGs 26,lLc 3.RETAINING WALLS SLOPE PATH TOPOGRAPHY
SITE a h 6Ek#EIEY PaenlEx s EXISTING ON TE AND WITH FINISH GRADES. D
SEE SPOT GRADES ON PLAN.
2.RETAINING WALLS GREATER THAN 4'!N HEIGHT m
sl, / _x,uz mat l4,um fah x=a» t4 !Ot ttj REQUIRE DESIGN BY A MASSACHUSETTS LICENSED
v2F, PROFESSIONAL ENGINEER,THE STAMPED PLANS W mk
duo- -' :ss " PROVIDED TO E BUILDING INSPECTOR PRIOR w o¢./. _us- nI JCi ��., "Itiu,x.> I THh TO CONSTRUCTION. O
Ala
y
PROP.i RIP RAP SWALE
PROP.,,RIP RAP SLOPS
8 PV Na VGc 26 ta5.5 ew !�•,! , ( 1/1
E R£tEY PARLNERS C o« 4' ; �`a "•:�}u �f i j t 1 I`l Joy
, x AP
r � .1m ke PR�osD� 0DV, eo PR Py ftl�RAP SLOE '
Sif,WlES jREAR) ,s,• 'T
BASEIAEt
",u d e,19 ss'Ad'
Et
a OSG\6ODtt STREET-ROUTE 125 a\ m m o
(PUBLIC-VARIABLE WIDTH) �
I� ( t(Im STATE HIGHWAY LAYOUT(j5078)
� t z
�nNo
ha MR
g e
PRxeR s P
GRAPHIC SCALE Q 7 r �'E Kq G,)�T
pQ a
i
SHEET 3 OF 7
xa
a NOTES
'CeP+`/Htto;x05 p5,ILC H A i.EXISTING OVERHEAD IY.RES AND POLES ASSOCIATED N1 TN
6ERKE[£Y pARRtERs :°j SITE UGHTiNG ON SITE TQ BE REMOVED.SEE MEP
DRAN%NGS FOR NEW ELECTRIC SERVICE TO BU11 DING.
2.EXSTING DOMESTIC WATER SERVICE AND FINE SERVICE i
TO REMAIN,FIRE SERVICE SHALL BE CUT 10'FROM NEW
FOUNDATION AND THEN EXTENDED TO NEW BUILDING oA
FOUNDATION PER MEP DRAWINGS, ESI
�' m
PROP.18'FES fi tt `° '{ P\� "''"�2-\'�V 3.IF EXSPNG GREASE TRAP IS TO REMAIN?IEN CONTRACTOR
INV. 13b,b ! ,:,,b ' ! I z}.s 4 <„ '�
sx v.z+ �'�� i k p/yam SHALL CONSTRUCT NEW MANHOLE ON TOP OF TANK AT
I8DPE '" i I/ I 't J h, 1/®��ry y THE TANK ClEANOU T,AND MANHOLE COVER F'NISH GRADE jh U
TO BE AOJUSTED/CONSTRICTED TO 146.15.IF CREASE ' 'pp0
5=0.025'j. TRAP TO BE ABANDONED IT SHALL BE CRUSHED IN PLACE
AND FILLED WITH COMPACTED GRAVEL,SEE MEP DRAWINGS. �'FFV Wit}
!$t II /t � t /I 0J�� EJ W v
5=(.023'j, y y n- Q/v 4.SEE lhfP DRAWINGS FOR NEYt SANITARY SEVER aRViCE
OP,OCR 1 / wi R i} I"f',E_ t �4w !/ I n QQ LOCATION AND ELEVATIONS,SANITARY SE'.ER SERVICE
R+M 144.27 IT / s"" 11�'p REQUIRED ON SITE SHALL BE MINIMUM 6"SDR 35
a'
INV. '� �?>r±-� - l c3 it / �// SLOPE OF 2%(SHONT'ON THIS FLAN SCHEMAPCALLY}
PROP.145t LF 1 '
1S"HOPE / - �_+t'`tv 1 °� � ' S.EXISTING GAS SERVICE TO BE RELOCATED-SEE UBUTY
5=0,015'(, /<q ni�y� \rly �'+ -- 5 COMPANY DRAWINGS.
PROP,138t LF 12`HOPE S `C/ v l\ 51 z -i"'tin /.1"
Sao PROP.LONG RADIUS BEND AND a j f•xis t -+pt, — - fl�` { H'a a F.�p`'Y
45'BEND TO WYE INV.=141.72 +�R
PROP.DMH�1 u tr
` ......
R'..o M63 26,4c RIM 146.2 •i5 LLLjyyy 4
xaeEEr PRRifi'aRs INV IN 142.01(PLAYGR{H1ND DRAIN) k y Q
INV OUT=114�141.97 DCB J2} / �sz 1 4}` 4
PROP.DC88.0 #2 +�_ , INV.WT=R47.72 • n Vt 1 t!t
RIM=148.0
IN 143 07
----------------------------------------------------
PROP 55'"1:�/ \/'� /# _ _ /•�Y -� .. • / `\,�\�mA`„t\4 II
PROP.130t LF 12"HOPE
_ ns7'$ .e.y' / .i35Eot tV _ RCOF PROP.85 LF DRAIN S-0.005'/.
G+ �� PROP.INV.-142.74
t /& :xr P'. g ,aSS *ro ~�
12"HOPE EXIST.SMH H REMAIN
S O.C79`}°—k, p - - a T 8 RISERS SMH AND ADD ry
S - su s�„z,z S H R s j i RISERS WITH RUNGS �\C
A"y PROP.V5t LF - E,yN 1_ tt R ADJUST NEW RIM TO
�B HDPE�� �� 155.85
RN '
c,�,. SJ LO;NG R"Fl '9 t PROP.YARD DRAIN
vaS":C— : RIM 155.25
nae i�Is INV. 151.90 �o
ss g PROP.35t LF
8'9DPE 1 o
2 PROP LONG RADIUS BEND
` tp' t h�sz, x(µaci0 xoh 47 Y.4x _ rpcj NV. 151.2(BOTH RD AND D)ir
a
,n, .. ''RADIUS BENo�
INV=748.40(BOTH RD ANN,0) ir9
PROP.145t LF �'
B°HDPE OSGOOD STREET-ROUTE 125 -
S=O.019'/, t (PUBLIC-VARIABLE WIDTH) / o\ k of
(1965 STATE HIGHWAY LAYOUT p5078)
w �pT
41ON)
GRAPHIC SCALE SCALE T I
SHE6C 4 OF 7 '
ILtiP!V MOtO!Np'2R«LL ram.%x�e� y
�EF,NELEY Pq.41NEg4S //
— ..- -.exr—_____
\ r u» Q
t //rr � 4�\J¢����+y�} I��xa,,e ��.SKr�j�5/� � •r'e�o ��' �
!CeP IY rOlni\CS 26,tLC r` f z.d 8 x.�,.i!! %`p 9ERK£tEY PARTNERS r r 'e'� J
�s ,Jrr 4.i!
PROP.8"WMPOST FlLTEN SOCK A>JO z
PROV QC. T , 1 SILT—11 ALCNO MIT CF WORK y
Eft0_ CONTROL LAN'ET \,ems .�f 1 !y \ (PER GRAOMO.OT IN-E
ON AL i GRA$$
Cmx) ' jf LINE)(S OETAILI a
SiOR,ESwOOD 4TAV,
I €
w o4
fCfFICE \ �i u a�
I
y+
u P P.Si/
«s I m €x OSG60D STREET—ROUTE 125
Tun
\¢ 1 (Pl18tIC—VARIA8LE JM")
T aa,(1961 STATE HIGHWAY LAYOUT�5678} f r
a 6
�r __—____—_` OL S
SEWORARY
IXL STOCKPILE ATcA L� �i
(ENC+OSE 9A8 YATN e'
FlLIER SuuK ALL AfiOJ?AJ)
a B e'k_ S
GRAPHIC SCALE O P�7�ggLFREl,
i / pQy
Al
SXEE'P 6 OP 7
t12'SEALANT
tl2`EXFANS[CtJ
BOARD PESEAVED a
P 3,000 PS[O PA R�NC PEARiWG (�
��iT>X� RF NatroVS 4'IBRDHM FINISH
ar 6x6M0 LA NVM-. SAN 1
(zstM SSuL:un��16k1E A�rJa e xw N+Nrza N vpv4ry A
PAVE NT 01 p=P n'crc m
LANDSCAIN
u r 0 (SCE PLAN> °' sxaeN av ttsn '° o
c�A� I R B—E ' 4'Oft 63 NVE a Np u wsi " m ecru rosy -
xxzAcuat,rrGpµ 42•GRAVEL Vk3tEs `I�
CEMENT CONCRETE SIDEWALK - Ch �o
PAVEMENT DETAIL AT BUILDING WITH NO CURB aNwrNpND 4� «WC aim, a
ILFS, 4
10
SEALANT sort I � m
EXPANSION 'S
4.CEK CORD.
PRECAST GEM. 3,000 PSI p �i D,O 7
CCrw CURB WFBROOM FINISH J Exr,HvczcrE O 1
SEE PAVEMENT 6x6x1A GA WVM q3 .�:, I � srm prpa 1 b h I
N>r SECTION z s• I o0arnc2m mi -+Ao t 3
cuv(sw.facn� D)is o'B:s'c' so.uc
' s vnREsp TYPICAL STEEL BOLLARD DETAIL HANDICAP SIGN BOLLARD HANDICAP SIGN BOLLARD DETAIL
Cpur„E 4'OR ss N.T.s. (VAN) DETAIL
_ CEMENT CONCRETE SIDEWALK N.T.s.
AT BUILDING/R WALL ETAINING r
s..ermx sa'a.evi rneuse w Lvr aim a�mrt s�oc —'N,T.S. v t 5•nOftm• un cre u
ftt £/hi:Y AXN GRAM ru � Enp{FB¢G
SDOGRADE
4'CEN CO NC,
PRECAST CEM. V3,00 OSKI FINISH
CONC.CUR fB�ECTQN A A y�av cvux. _ II £ g ,
PAVEMENT 6x6
SEE GA WW.
SECTION 6`
xc v I —,UP,R �PNE I~ �I k • '>a r&20W Sr "i.:` uErs,wos
"�JNOG i COMPOST FILTER SOCK WITH SILT FENCE '
8 8 •sEE PLAN EDR morn ,A
$o CEMENT CONCRETE SIDEWALK
STABILIZED CONSTRUCTION ENTRANCE , J"`I�,r r� ��, r�
o N.T.S.'Xt8'„ PLAN !
6 t�RrtOAL og�oa EMENr cave I+ CURS P 12"LAYtR OF ROCK,NOT LESS
}2' SEE PLAN FOR RIP RA. SWALE
CHAMFER
/ I—CENr 12-LATER OF ROCK,NOT LESS I.T.S. 1 THAN 6`W DIAMETER o
x�ri-xrLT SEE PAYMENT CONSTRUC}ON THAN 7"1N DIAMETER
F1 SECIYM' i
';ear A. _ MAX
25
s• v LEYiLIh�rnn o2:8 Z 4`CEAf.GGYC. O 1,5 4 S'TO 20' T,5 �� .r.+ } " 6'R}TER BLANKET
I >
SOD
l2 BASE 4EL FRMr,,BOTTOM t r 8� 6"FATEft BLANKET p�` 40%3/S'STONE E
SHEA WALL SYSTEM < AND RE R $ ��� tOX t rfz"STO JE $� 2US CRUSHED STONE p
TYPICAL WALL SECTION s 209%CRUSH TONE
VERTICAL CEMENT CONCRETE �� �B e �� 2➢z CRUSHED STONE ACCEPTABLE SUB-GRADE
CURB DETAIL ACCPTABLESUB-GRADE S�
IAI Tura wirx rFsess-cmr <'xrcr Mtik.r-ENr rr;rw N.ss TYPICAL RIP RAPN.T.S SLOPE DETAIL R\
E Fr£A—IT <uLBxENEm uvvupt TYPICAL REP RAP SWALE DETAIL h a rl�
. '
cec Mrouurr ///. N.T.S m
cwYL'hYcw£rE GchTs I: A k g Q o'Ui L VERT.GRANITE CURB
(ce ccesvate U ////� TREATMENT "-rl
ut
(5'uAK x£t H I � nrPmp sntG VARIES 6'REVEAL
BIT,CONIC.SURFACE COURSE
p BIT.CONC.BINDER COURSE _
gos BASE COURSEt—x.�.ca na
- Dx.+.•NAcz A?".RECAi£
� 2'nxgl Ms.'. ml CUT LINE
og°.x CEM.CUIC.LIMITS
. ag;4 vc.rt.a w� •.. 0.� kzw��
GRAVEL SUBBASE
9'NA LlpasV P%P£Ot+P.£r auxv ImJ '"„r iX7p
AY
E II\� III—[III Ar�D�au ae VERTICAL GRANITE CURB DETAIL �^� `�"'�°`"` °•� � � ��
_ .. .o cwr�fts uAx N.—
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TYPICAL SECTION B.CUT NEAT LIRE E'FROM CURB LINE AND REMOVE BASE AND GRAVEL,
UNREINF➢RGED RETAINING WALL REPLACE WITH CENT CONCRETE, —RONA-A
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N N.i.S SECTION M4 OF THE STANDARD SPECIFICATIONS MAY BE USEBr I
r�0 ALL TEST REQUIREMENTS ARE WAIVED,MOi MIX ASPHALT SHALL LEAN !
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SHEET 7 OF 7